An energy release rate-based plastic-damage model for concrete JY Wu, J Li, R Faria International journal of Solids and Structures 43 (3-4), 583-612, 2006 | 705 | 2006 |
A strain-based plastic viscous-damage model for massive concrete structures R Faria, J Oliver, M Cervera International journal of solids and structures 35 (14), 1533-1558, 1998 | 692 | 1998 |
Seismic evaluation of concrete dams via continuum damage models M Cervera, J Oliver, R Faria Earthquake engineering & structural dynamics 24 (9), 1225-1245, 1995 | 229 | 1995 |
Modelling of concrete at early ages: Application to an externally restrained slab R Faria, M Azenha, JA Figueiras Cement and concrete composites 28 (6), 572-585, 2006 | 227 | 2006 |
Numerical modelling of concrete curing, regarding hydration and temperature phenomena M Cervera, R Faria, J Oliver, T Prato Computers & structures 80 (18-19), 1511-1521, 2002 | 202 | 2002 |
Measurement of concrete E-modulus evolution since casting: A novel method based on ambient vibration M Azenha, F Magalhães, R Faria, Á Cunha Cement and Concrete Research 40 (7), 1096-1105, 2010 | 120 | 2010 |
Identification of early-age concrete temperatures and strains: Monitoring and numerical simulation M Azenha, R Faria, D Ferreira Cement and Concrete Composites 31 (6), 369-378, 2009 | 115 | 2009 |
A rate dependent plastic-damage constitutive model for large scale computations in concrete struktures: Monografia R Faria, X Oliver Centro internacional de Métodos Numéricos en ingenieria, 1993 | 94 | 1993 |
Numerical simulation of collapse scenarios in reduced scale tests of arch dams S Oliveira, R Faria Engineering Structures 28 (10), 1430-1439, 2006 | 74 | 2006 |
Temperatures and stresses due to cement hydration on the R/C foundation of a wind tower—A case study M Azenha, R Faria Engineering Structures 30 (9), 2392-2400, 2008 | 73 | 2008 |
Modeling material failure in concrete structures under cyclic actions R Faria, J Oliver, M Cervera Journal of Structural Engineering 130 (12), 1997-2005, 2004 | 70 | 2004 |
Measurement of the E-modulus of cement pastes and mortars since casting, using a vibration based technique M Azenha, R Faria, F Magalhães, L Ramos, Á Cunha Materials and Structures 45, 81-92, 2012 | 68 | 2012 |
Thermo–hygro–mechanical modelling of self-induced stresses during the service life of RC structures M Azenha, C Sousa, R Faria, A Neves Engineering Structures 33 (12), 3442-3453, 2011 | 60 | 2011 |
Avaliação do comportamento sísmico de barragens de betão através de um modelo de dano contínuo RMCM Faria | 57 | 1994 |
Thermography as a technique for monitoring early age temperatures of hardening concrete M Azenha, R Faria, H Figueiras Construction and Building Materials 25 (11), 4232-4240, 2011 | 50 | 2011 |
Simulation of the cyclic behaviour of R/C rectangular hollow section bridge piers via a detailed numerical model R Faria, NV Pouca, R Delgado Journal of Earthquake Engineering 8 (05), 725-748, 2004 | 48 | 2004 |
Influence of the cementitious paste composition on the E-modulus and heat of hydration evolutions L Maia, M Azenha, R Faria, J Figueiras Cement and Concrete Research 41 (8), 799-807, 2011 | 47 | 2011 |
Drying induced moisture losses from mortar to the environment. Part I: experimental research M Azenha, K Maekawa, T Ishida, R Faria Materials and Structures 40, 801-811, 2007 | 45 | 2007 |
On isotropic scalar damage models for the numerical analysis of concrete structures R Faria, JOO Oliver, MC Ruiz Centro Internacional de Métodos Numéricos en Ingeniería, 2000 | 42 | 2000 |
Early-age behaviour of the concrete surrounding a turbine spiral case: Monitoring and thermo-mechanical modelling J Conceição, R Faria, M Azenha, F Mamede, F Souza Engineering structures 81, 327-340, 2014 | 39 | 2014 |